Experimental study on optimization of continuous steel box girder bridge deck

References

• Ahmadivala, M., J. Berthellemy, A. Orcesi, C. Mattrand, N. Gayton, and T. Yalamas. 2022. “A Strategy for Rib-To-Deck Crack Propagation Analysis and Strengthening of Orthotropic Deck Bridges.” Engineering Failure Analysis 134. https://doi.org/10.1016/J.ENGFAILANAL.2022.106057.
   Web of Science ®Google Scholar
• Alhassan, M. A., R. Z. Al-Rousan, and S. I. Al-Khasawneh. 2020. “Control of Vibrations of Common Pedestrian Bridges in Jordan Using Tuned Mass Dampers.” Procedia Manufacturing(C) 44:36–43. https://doi.org/10.1016/j.promfg.2020.02.202.
   Google Scholar
• Al-Rousan, R. Z. 2022a. “Cyclic Lateral Behavior of NLFEA Heat-Damaged Circular CFT Steel Columns Confined at the End with CFRP Composites. Case Studies in Construction Materials.” Case Studies in Construction Materials 17:e01223. https://doi.org/10.1016/J.CSCM.2022.E01223.
   Google Scholar
• Al-Rousan, R. Z. 2022b. “Impact of Sulfate Damage on the Behavior of Full-Scale Concrete Bridge Deck Slabs Reinforced with FRP Bars.” Case Studies in Construction Materials 16:e01030. https://doi.org/10.1016/J.CSCM.2022.E01030.
   Google Scholar
• Al-Rousan, R. Z., and A. Alkhawaldeh. 2021. “Behavior of Heated Damaged Reinforced Concrete Beam-Column Joints Strengthened with FRP.” Case Studies in Construction Materials 15:e00584. https://doi.org/10.1016/J.CSCM.2021.E00584.
   Google Scholar
• American Association of State Highway and Transportation Officials (AASHTO). 2004. AASTO LRFD Bridge Design Specifations[s].
   Google Scholar
• Battista, R. C., M. S. Pfeil, and E. M. L. Carvalho. 2008. “Fatigue Life Estimates for a Slender Orthotropic Steel Deck.” Journal of Constructional Steel Research 64 (1): 134–143. https://doi.org/10.1016/j.jcsr.2007.03.002.
   Web of Science ®Google Scholar
• Bayramov, F., C. Taşdemir, and M. A. Taşdemir. 2004. “Optimisation of Steel Fibre Reinforced Concretes by Means of Statistical Response Surface Method.” Cement and Concrete Composites 26 (6): 665–675. https://doi.org/10.1016/S0958-9465(03)00161-6.
   Web of Science ®Google Scholar
• Bo, X., L. Jianfeng, L. Weigang, X. Lei, and X. Renyi. 2022. “Design and Optimization of γ-Shaped Settlement Training Wall Based on Numerical Simulation and CCD-Response Surface Method.” Processes 10 (6): 1201. https://doi.org/10.3390/PR10061201.
   Web of Science ®Google Scholar
• Chang-Kook, O., K.-J. Hong, D. Bae, and T. Han. 2011. “Analytical and Experimental Studies on Optimal Details of Orthotropic Steel Decks for Long Span Bridges.” International Journal of Steel Structures 11 (2): 227–234. https://doi.org/10.1007/s13296-011-2010-6.
   Web of Science ®Google Scholar
• China Iron and Steel Industry Association. 2018. Gb/T 1591-2018. State Administration for Market Regulation; china National Standardization Management.
   Google Scholar
• de Jong, F. B. P. 2005. “Overview Fatigue Phenomenon in Orthotropic Bridge Decks.” In s.n. edited by, Proceedings of the orthotropic bridge conference, 489–512. Sacramento, CA, USA: ASCE. Sacramento Section, capital branch.
   Google Scholar
• Duchaczek, A., and Z. Mańko. 2017. “Influence of Fatigue Crack on Strains State within Assembly Holes in a Web of Steel Bridge Girder.” International Journal of Civil Engineering 15 (4): 627–640. https://doi.org/10.1007/s40999-017-0173-z.
   Google Scholar
• Fisher, J. W., and J. M. Barsom. 2016. “Evaluation of Cracking in the Rib-To-Deck Welds of the Bronx-Whitestone Bridge.” Journal of Bridge Engineering 21 (3). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000823.
   Web of Science ®Google Scholar
• Kai, L., L. Fan, Z. Linyan, and R. Zhihong. 2021. “Research on Structural Optimization of Orthotropic Steel Bridge Deck Based on Force Analysis of Bridge Deck Pavement.” Highway Engineering 3:86–92 + 104. https://doi.org/10.19782/j.cnki.1674-0610.2021.03.13.
   Google Scholar
• Kayaroganam, P. 2021. Response Surface Methodology in Engineering Science. IntechOpen. https://doi.org/10.5772/intechopen.90965.
   Google Scholar
• Krishnamoorthy, C. S. 2001. “Structural Optimization in Practice: Potential Applications of Genetic Algorithms.” Structural Engineering and Mechanics 11 (2): 151–170. https://doi.org/10.12989/sem.2001.11.2.151.
   Web of Science ®Google Scholar
• Li, C. 2019. Research on Crack Fatigue Mechanism and Optimization Design of Longitudinal Rib Diaphragm Connection of Steel Box Girder. Harbin University of Technology. https://doi.org/10.27061/d.cnki.ghgdu.2019.003989.
   Google Scholar
• Li, H. S., Z. Z. Lu, and H. W. Qiao. 2010. “A New High-Order Response Surface Method for Structural Reliability Analysis.” Structural Engineering and Mechanics 34 (6): 779–799. https://doi.org/10.12989/sem.2010.34.6.779.
   Web of Science ®Google Scholar
• Martins, A. M. B., L. M. C. Simões, and J. H. J. O. Negrão. 2016. “Optimum Design of Concrete Cable-Stayed Bridges with Prestressed Decks.” International Journal for Computational Methods in Engineering Science And 17 (5–6): Mechanics(5–6. https://doi.org/10.1080/15502287.2016.1231237.
   Google Scholar
• Miki, C. 2006. “Fatigue Damage in Orthotropic Steel Bridge Decks and Retrofit Works.” International Journal of Steel Structures 6 (4): 255–267. UCI:G704-001716.20066.4.006.
   Google Scholar
• Mori, T., and H. Harada. 2011. “Fatigue Tests and Stress Analyses on Connections Between Deck Plates, Transverse Ribs and Trough Ribs in Steel Orthotropic Deck.” Journal of Japan Society of Civil Engineers, Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)) A1 67 (1): 95–107. in Japanese. https://doi.org/10.2208/jscejseee.67.95.
   Google Scholar
• Orangun, C. O., and T. A. I. Akeju. 1977. “A Study of Some Characteristics of Optimum Design of Composite Bridge Deck.” Matériaux et Constructions 10 (1): 39–44. https://doi.org/10.1007/BF02473587.
   Google Scholar
• Shi, W., L. Wang, and Z. Lu. 2018. “Study on Self-Adjustable Tuned Mass Damper with Variable Mass.” Structural Control and Health Monitoring 25 (3): e2114. https://doi.org/10.1002/stc.2114.
   Web of Science ®Google Scholar
• Shi, W., L. Wang, L. Zheng, and H. Wang. 2019. “Experimental and Numerical Study on Adaptive-Passive Variable Mass Tuned Mass Damper.” Journal of Sound and Vibration 452:97–111. https://doi.org/10.1016/j.jsv.2019.04.008.
   Web of Science ®Google Scholar
• Sim, H.-B. 2009. “Chia-Ming Uang & Charles Sikorsky(2009) ‘Effects of Fabrication Procedures on Fatigue Resistance of Welded Joints in Steel Orthotropic Decks.” Journal of Bridge Engineering 14 (5): 366–373. https://doi.org/10.1061/(ASCE)1084-0702(2009)14:5(366).
   Web of Science ®Google Scholar
• Su, D., H. Nassif, and Y. Xia. 2018. “Optimization of Deck Construction Staging for Multiple-Span Continuous Steel Girder Bridge.” Journal of Performance of Constructed Facilities 32 (1). https://doi.org/10.1061/(ASCE)CF.1943-5509.0001073.
   Web of Science ®Google Scholar
• Wang, L., S. Nagarajaiah, Y. Zhou, and W. Shi. 2023. “Experimental Study on Adaptive-Passive Tuned Mass Damper with Variable Stiffness for Vertical Human-Induced Vibration Control.” Engineering Structures 280:280. https://doi.org/10.1016/j.engstruct.2023.115714.
   Web of Science ®Google Scholar
• Wang, L., W. Shi, Q. Zhang, and Y. Zhou. 2020. “Study on Adaptive-Passive Multiple Tuned Mass Damper with Variable Mass for a Large-Span Floor Structure.” Engineering Structures 209:209. https://doi.org/10.1016/j.engstruct.2019.110010.
   Web of Science ®Google Scholar
• Wang, L., W. Shi, and Y. Zhou. 2022. “Adaptive-Passive Tuned Mass Damper for Structural Aseismic Protection Including Soil–Structure Interaction.” Soil Dynamics and Earthquake Engineering 158:107298. https://doi.org/10.1016/J.SOILDYN.2022.107298.
   Web of Science ®Google Scholar
• Wang, Zhiwen., S. Sun, and Y. Ding. 2022. “Fatigue Optimization of Structural Parameters for Orthotropic Steel Bridge Decks Using RSM and NSGA-II.” Mathematical Problems in Engineering 2022:1–12. https://doi.org/10.1155/2022/4179898.
   Web of Science ®Google Scholar
• Wang, Y., L. Wang, and W. Shi. 2021. “Two-Dimensional Air Spring Based Semi-Active TMD for Vertical and Lateral Walking and Wind-Induced Vibration Control.” Structural Engineering and Mechanics 80 (4): 377–390. https://doi.org/10.12989/sem.2021.80.4.377.
   Web of Science ®Google Scholar
• Wang, L., Y. Zhou, and S. Weixing. 2023. “Seismic Response Control of a Nonlinear Tall Building Under Mainshock-Aftershock Sequences Using Semi-Active Tuned Mass Damper.” International Journal of Structural Stability and Dynamics. https://doi.org/10.1142/S0219455423400278.
   Web of Science ®Google Scholar
• Wolchuk, R. 1990. “Lessons from Weld Cracks in Orthotropic Decks on Three European Bridges.” Journal of Structural Engineering 116 (1): 75–84. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:1(75).
   Web of Science ®Google Scholar
• Wu. 2018. “Research on mechanical properties and optimization design of new orthotropic steel bridge deck.” Master ‘s thesis, Changsha University of Science and Technology. https://kns-cnki-net-443.webvpn.nefu.edu.cn/KCMS/detail/detail.aspx?dbname=CMFD201901&filename=1019090464.nh.
   Google Scholar
• Xiao, Z.-G., K. Yamada, J. Inoue, and K. Yamaguchi. 2005. “Fatigue Cracks in Longitudinal Ribs of Steel Orthotropic Deck.” International Journal of Fatigue 28 (4): 409–416. https://doi.org/10.1016/j.ijfatigue.2005.07.017.
   Web of Science ®Google Scholar
• Zhang, H., L. Wang, and W. Shi. 2023. “Seismic Control of Adaptive Variable Stiffness Intelligent Structures Using Fuzzy Control Strategy Combined with LSTM.” Journal of Building Engineering 78:107549. https://doi.org/10.1016/j.jobe.2023.107549.
   Web of Science ®Google Scholar